Comparison of monolithic and splitting solution schemes for dynamic porous media problems

被引:108
作者
Markert, B. [1 ]
Heider, Y. [1 ]
Ehlers, W. [1 ]
机构
[1] Univ Stuttgart, Inst Appl Mech CE, D-70569 Stuttgart, Germany
关键词
strong coupling; monolithic and splitting solution; porous media; wave propagation; TR-BDF2; semi-explicit implicit; fractional-step method; pressure projection; finite element method; DISCONTINUOUS GALERKIN METHOD; TRANSIENT WAVE-PROPAGATION; BEHAVIOR; MODELS; FLOW;
D O I
10.1002/nme.2789
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Proceeding from the governing equations describing a saturated poroelastic material with intrinsically incompressible solid and fluid constituents, we compare the monolithic and splitting solution of the different multi-field formulations feasible in porous media dynamics. Because of the inherent solid fluid momentum interactions, one is concerned with the class of volumetrically coupled problems involving a potentially strong coupling of the momentum equations and the algebraic incompressibility constraint. Here, the resulting set of differential-algebraic equations (DAE) is solved by the finite element method (FEN) following two different strategies: (1) an implicit monolithic approach, where the equations are first discretized in space using stable mixed finite elements and second in time using stiffly accurate implicit time integrators; (2) a semi-explicit implicit splitting scheme in the sense of a fractional-step method, where the DAE are first discretized in time, split using intermediate variables, and then discretized in space using linear equal-order approximations for all primary unknowns. Finally, a one- and a two-dimensional wave propagation example serve to reveal the pros and cons in regard to accuracy and stability of both solution strategies. Therefore, several test cases differing in the used multi-field formulation, the monolithic time-stepping method, and the approximation order of the individual unknowns are analyzed for varying degrees of coupling controlled by the permeability parameter. In the end, we provide a reliable recommendation which of the presented strategies and formulations is the most suitable for which particular dynamic porous media problem. Copyright (C) 2009 John Wiley & Sons, Ltd.
引用
收藏
页码:1341 / 1383
页数:43
相关论文
共 69 条
[1]  
[Anonymous], 2008, LECT NOTES MATH
[2]  
[Anonymous], COMPUT METHODS APPL
[3]   MIXED FINITE-ELEMENT METHODS FOR ELLIPTIC PROBLEMS [J].
ARNOLD, DN .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1990, 82 (1-3) :281-300
[4]   Implicit-explicit Runge-Kutta methods for time-dependent partial differential equations [J].
Ascher, UM ;
Ruuth, SJ ;
Spiteri, RJ .
APPLIED NUMERICAL MATHEMATICS, 1997, 25 (2-3) :151-167
[5]   TRANSIENT SIMULATION OF SILICON DEVICES AND CIRCUITS [J].
BANK, RE ;
COUGHRAN, WM ;
FICHTNER, W ;
GROSSE, EH ;
ROSE, DJ ;
SMITH, RK .
IEEE TRANSACTIONS ON ELECTRON DEVICES, 1985, 32 (10) :1992-2007
[6]  
Bathe K. J., 1976, NUMERICAL METHODS FI
[8]   General theory of three-dimensional consolidation [J].
Biot, MA .
JOURNAL OF APPLIED PHYSICS, 1941, 12 (02) :155-164
[9]  
Bowen R. M., 1976, Contin. Phys., P1, DOI DOI 10.1016/B978-0-12-240803-8.50017-7